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Showing 1 to 20 of 178 for “"undrained"”.

  1. Undrained creep of a soft foundation clay.

    Edgers, LewisMassachusetts Institute of Technology1973

    Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Ph.D.

    mit Repository record

  2. The undrained behavior of saturated, dilatant silts

    Rose, Andrew ThomasVirginia Tech1995

    … soil pore water are the cause of the erratic undrained behavior often observed in triaxial tests on saturated, dilatant silts. The literature indicates that ground water contains various amounts of dissolved gases and that gases dissolved in soil pore water will have sufficient time to exit …

    vt Repository record

  3. Undrained strength anisotropy of an overconsolidated thixotropic clay

    O'Neill, Deirdre A. (Deirdre Anne)Massachusetts Institute of Technology1987

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.

    mit Repository record

  4. Load-deformation behavior of saturated clays during undrained shear.

    Kinner, Edward BMassachusetts Institute of Technology1970

    Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Sc.D.

    mit Repository record

  5. DEM [Discrete Element Method] simulations of drained and undrained behaviour

    Gong, GuobinUniversity of Birmingham2008

    … plane strain deformation under both drained and undrained conditions. The aim is to study the behaviour of saturated granular material using DEM and the objectives of this thesis are: • to explore the drained behaviour of granular material using DEM • to explore the undrained behaviour of loose …

    birmingham Repository record

  6. Undrained triaxial strength-deformation behavior of Harrison Bay Arctic silts

    Ayan, Kathryn Donna JuneMassachusetts Institute of Technology1985

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1985.

    mit Repository record

  7. Aspects of the volumetric and undrained behavior of Boston Blue Clay

    Fayad, Philippe H. (Philippe Habib)Massachusetts Institute of Technology1987

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.

    mit Repository record

  8. Application of numerical limit analyses for undrained stability problems in clay

    Ukritchon, Boonchai, 1970-Massachusetts Institute of Technology1998

    … of numerical limit analyses for planar, undrained stability problems in geotechnical engineering. The proposed analyses formulate upper and lower bound theorems for perfectly plastic, cohesive­frictional soils as linear programming problems, with spatial variations of the unknown …

    mit Repository record

  9. A relationship between the drained and undrained cyclic behavior of sand

    Hadge, William EMassachusetts Institute of Technology1979

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1979.

    mit Repository record

  10. Undrained creep behavior of Atchafalaya clay from Cu direct-simple shear tests.

    Williams, Charles EugeneMassachusetts Institute of Technology1973

    Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Civ.E.

    mit Repository record

  11. Investigation of effects of disturbance on undrained shear strength of Boston Blue Clay.

    Braathen, Nils-FredrikMassachusetts Institute of Technology1966

    Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1966. M.S.

    mit Repository record

  12. Prediction and interpretation of piezocone data during undrained, drained and partially drained penetration

    Elghaib, Majid KaissarMassachusetts Institute of Technology1989

    Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1989.

    mit Repository record

  13. An experimental method for visualizing undrained shearing failure in a transparent soft clay surrogate

    Chini, Christopher MatthewUniversity of Illinois at Urbana-Champaign2015

    … the deformation patters surrounding the undrained shear strength testing devices provided an effective means of visualizing the deformations occurring in situ while minimizing potential boundary effects. The testing set-up utilized a helium-neon laser, a laser line-generator lens, a …

    uiuc Repository record

  14. Cyclic behavior of clay in undrained simple shearing and application to offshore tension piles

    Malek, Aziz MoussaMassachusetts Institute of Technology1987

    Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1987.

    mit Repository record

  15. Behavior of cohesive soils and their drained, undrained, and erosional strengths at ultra-low stresses

    Zreik, Diana Alexandre, 1966-Massachusetts Institute of Technology1995

    Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1995.

    mit Repository record

  16. AN INVESTIGATION OF SOIL WATER MOVEMENT ON DRAINED AND UNDRAINED CLAY GRASSLAND IN SOUTH WEST ENGLAND

    ADDISON, PAULA JANE1995

    … nested experimental design (1 m² to 1 ha) on one undrained and one drained site throughout a drainage season (October to March). Results at the hectare scale demonstrated that drainage did not substantially alter the volume of field runoff ( ~ 400 mm) but did change the dominant flowpaths. …

    plymouth Repository record

  17. Determination of the undrained shear strength of very soft cohesive soils by a new fall cone apparatus

    Zreik, Diana Alexandre, 1966-Massachusetts Institute of Technology1991

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991.

    mit Repository record

  18. An Examination of the Validity of Steady State Shear Strength Determination Using Isotropically Consolidated Undrained Triaxial Tests

    Porter, Jonathan R.Virginia Tech1998

    … is based on the assumption that the steady state undrained shear strength is a unique function of the in situ void ratio and effective stress. This method, which has been applied to liquefaction and flow failures, has been criticized because it may overestimate the in situ shear strength. The key …

    vt Repository record

  19. An experimental study of the time-dependent undrained shear behavior of resedimented clay using automated stress path triaxial equipment

    Sheahan, Thomas C. (Thomas Clair)Massachusetts Institute of Technology1991

    Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1991.

    mit Repository record

  20. The influence of effective consolidation stress on the normalized extension strength properties of resedimented Boston blue clay

    Moniz, Safia RMassachusetts Institute of Technology2009

    The ability to accurately determine the undrained shear strength of cohesive soil is of particular importance to the practice of geotechnical engineering. Ladd & Foot (1974) presents a method to determine the undrained shear strength based on the concept of normalized soil parameters; called the …

    mit Repository record

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